3D landslide run out modelling using the Particle Flow Code PFC3D

被引:16
|
作者
Poisel, R. [1 ]
Preh, A. [1 ]
机构
[1] Vienna Univ Technol, Inst Engn Geol, A-1040 Vienna, Austria
关键词
D O I
10.1201/9780203885284-c110
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
Rockfalls are modelled as the movements of single rock blocks over a surface or as the movement of a viscous mass over a surface (e.g. DAN). In reality a mass of discrete, interacting rock blocks is moving downslope. Thus the program PFC (Particle Flow Code) based on the Distinct Element Method was modified in order to model rock mass falls realistically in 3 dimensions based on physical relations. PFC models the movement and interaction of circular (2D) or spherical (3D) particles and wall elements using the laws of motion and of force-displacement. In the course of the calculation the contacts between particles and particles or particles and walls are detected automatically. The particles may be bonded together at their contact points, and the bondage can break due to an impact. For realistic modelling of the run out a viscous damping routine in case of a particle-wall contact was introduced. Numerical drop tests and back analyses of several rock mass falls provided appropriate damping factors. Thus, the movement types bouncing, sliding, rolling and free failing of single rock blocks and the interaction between the blocks occurring in a rock mass fall can be modelled realistically by using the adapted code of PFC. The application of this method is demonstrated by the example of Aaknes (Western Norway).
引用
收藏
页码:873 / 879
页数:7
相关论文
共 50 条
  • [21] Reactive flow simulations in complex 3D geometries using the COM3D code
    Kotchourko, A
    Breitung, W
    Veser, A
    ANNUAL MEETING ON NUCLEAR TECHNOLOGY '99, PROCEEDINGS, 1998, : 173 - 176
  • [22] 3D Numerical Modelling of Tailings Dam Breach Run Out Flow over Complex Terrain: A Multidisciplinary Procedure
    Wang, Kun
    Yang, Peng
    Yu, Guangming
    Yang, Chao
    Zhu, Liyi
    WATER, 2020, 12 (09)
  • [23] 方筒仓侧压力的PFC3D模拟
    史志乾
    曾长女
    江西建材, 2017, (04) : 3 - 4
  • [24] 应用PFC3D模拟道砟三轴试验
    刘力
    四川水泥, 2018, (05) : 290+92 - 290
  • [25] Numerical simulation of loess triaxial shear test by PFC3D
    Li, Shi-Bo
    Wang, Chang-Ming
    Wang, Nian-Qin
    Wang, Gang-Cheng
    Yao, Kang
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2013, 26 (06): : 22 - 29
  • [26] 定量确定PFC3D细观参数(英文)
    李卓
    饶秋华
    JournalofCentralSouthUniversity, 2021, 28 (03) : 911 - 925
  • [27] Simulation of critical hydraulic gradient in no cohesive soil with PFC3D
    Wu, Feng-Yuan
    Liang, Li
    Fan, Yun-Yun
    Wang, Nan
    Dongbei Daxue Xuebao/Journal of Northeastern University, 2015, 36 (03): : 428 - 432
  • [28] FEASIBILITY OF USING PFC3D TO SIMULATE SOIL FLOW RESULTING FROM A SIMPLE SOIL-ENGAGING TOOL
    Sadek, M. A.
    Chen, Y.
    TRANSACTIONS OF THE ASABE, 2015, 58 (04) : 987 - 996
  • [29] 3D Numerical Modelling of Submerged and Coastal Landslide Propagation
    Mazzanti, P.
    Bozzano, F.
    Avolio, M. V.
    Lupiano, V.
    Di Gregorio, S.
    SUBMARINE MASS MOVEMENTS AND THEIR CONSEQUENCES, 2010, 28 : 127 - +
  • [30] Numerical modelling of 3D turbulent flow
    Ma, Fuxi
    Wang, Jinrui
    Shuili Xuebao/Journal of Hydraulic Engineering, 1996, (08): : 39 - 44